西南石油大学学报(自然科学版) ›› 1989, Vol. 11 ›› Issue (3): 65-74.DOI: 10.3863/j.issn.1000-2634.1989.03.009

• 石油与天然气工程 • 上一篇    下一篇

埋地管道对称水平弯头的弹性地基曲梁解

梁政
  

  1. (海洋石油工程系)
  • 收稿日期:1987-11-10 修回日期:1900-01-01 出版日期:1989-08-20 发布日期:1989-08-20
  • 通讯作者: 梁政

SOLUTION TO CIRCULAR ARCHES ON THE ELASTIC FOUNDATION OF THE SYMMETRICAL HORIZONTAL BURIED PIPELINE ELBOW

Liang Zheng
  

  1. (Department of Oil Ocean Engineering)
  • Received:1987-11-10 Revised:1900-01-01 Online:1989-08-20 Published:1989-08-20
  • Contact: Liang Zheng

摘要: 本文在分析埋地管道水平弯头计算中的“弹性杭弯铰”模型的基拙上,提出了一种更符合管道受力与变形特征的计算模型。给出了该问题按纵横弯曲弹性地基曲梁求解的一般解答。文末用算例说明了水平弯头的曲率半径和弯头夹角时管道内力、位移的影响。

关键词: 埋地管道 水平弯头 弹性地基曲梁

Abstract: On the basis of analyzing "elastic anti一bending reflection一models”for
calculating the horizontal bends of buried pipelines,the article puts forward
a kind of calculating model that conforms more with the forced and deformed
characters of the pipelines, and gives the general solution to the problem by
determining the circular arches with combined axial and lateral loads on the
elastic foundation.Examples are given at the end of the paper to show the
influence of the horizontal elbow radius and angle on the pipeline internal
forces and displacements,

Key words: Buried pipeline Horizontal elbow Circular arch